Page 19 - Demo

%u6df7%u51dd%u571f%u9884%u5236%u4ef6%u7684%u6301%u4e45%u8fde%u63a5%u65e0%u9700%u77ff%u7269%u704c%u6d46%u7684%u8fde%u63a5%u4e0d%u53d7%u5929%u6c14%u5f71%u54cd%u7684%u5b89%u88c5%u65e0%u9700%u786c%u5316%u65f6%u95f4%u53ef%u7acb%u5373%u627f%u53d7%u5b8c%u5168%u8f7d%u8377%u4e0e**RUBBERELAST%u00ae**%u7ed3%u5408%u4f7f%u7528%u65f6%u5373%u523b%u9632%u6c34%u7b80%u5355%u3001%u5feb%u901f%u4e14%u4e0d%u53d7%u5929%u6c14%u5f71%u54cd%u7684%u6df7%u51dd%u571f%u9884%u5236%u4ef6%u8fde%u63a5%u4e3a%u4e86%u66f4%u5feb%u7684%u5efa%u9020B.T. INNOVATION GMBHwww.bt-innovation.deRubberElast%u00aeBT-Spannschloss%u00ae%u6df7%u51dd%u571f%u6280%u672fwww.cpi-worldwide.com CPI %u2013 %u56fd%u9645%u6df7%u51dd%u571f%u751f%u4ea7%u5382 %u2013 6 | 2025%u53ca%u7f57%u4f2f%u7279%u00b7%u8fbe%u7c73%u5b89%u5148%u751f%u5728%u83b7%u53d6%u5766%u6851%u5c3c%u4e9a%u8fbe%u7d2f%u65af%u62c9%u59c6%u6d77%u5fb7%u5821%u6c34%u6ce5%u5382%u533a%u3001%u5766%u6851%u5c3c%u4e9a%u666e%u53e4%u77ff%u5e8a%u53ca%u5357%u975e%u5e03%u6717%u514b%u970d%u65af%u7279%u65af%u666e%u9c81%u7279%u77ff%u5e8a%u7684%u9ad8%u5cad%u77f3%u7c98%u571f%u6837%u54c1%u8fc7%u7a0b%u4e2d%u7ed9%u4e88%u7684%u5e2e%u52a9%u3002%u540c%u65f6%uff0c%u8877%u5fc3%u611f%u8c22%u745e%u58eb%u6d1b%u6851%u8054%u90a6%u7406%u5de5%u5b66%u9662%u7684%u5361%u4f26%u00b7%u65af%u514b%u91cc%u592b%u7eb3%u6559%u6388%u4e3a%u672c%u7814%u7a76%u8ba1%u5212%u63d0%u4f9b%u7684%u5b9d%u8d35%u5efa%u8bae%u3002 %u25a0%u53c2%u8003%u6587%u732e[1] K.L. Scrivener, V.M. John, E.M. Gartner, Eco-efficient cements: Potential economically viable solutions for a low-CO2 cement-based materials industry, Cem. Concr. Res. 114 (2018) 2%u201326. https://doi.org/10.1016/j.cemconres.2018.03.015.[2] A. Alujas, R. Fern%u00e1ndez, R. Quintana, K.L. Scrivener, F. Martirena, Pozzolanic reactivity of low grade kaolinitic clays: Influence of calcination temperature and impact of calcination products on OPC hydration, Appl. Clay Sci. 108 (2015) 94%u2013101. https://doi.org/10.1016/j.clay.2015.01.028.[3] M. Antoni, J. Rossen, F. Martirena, K. Scrivener, Cement substitution by a combination of metakaolin and limestone, Cem. Concr. Res. 42 (2012) 1579%u20131589. https://doi.org/10.1016/j.cemconres.2012.09.006.[4] Y. Dhandapani, T. Sakthivel, M. Santhanam, R. Gettu, R.G. Pillai, Mechanical properties and durability performance of concretes with Limestone Calcined Clay Cement (LC3), Cem. Concr. Res. 107 (2018) 136%u2013151. https://doi.org/10.1016/j.cemconres.2018.02.005.[5] R.G. Pillai, R. Gettu, M. Santhanam, S. Rengaraju, Y. Dhandapani, S. Rathnarajan, A.S. Basavaraj, Service life and life cycle assessment of reinforced concrete systems with limestone calcined clay cement (LC3), Cem. Concr. Res. 118 (2019) 111%u2013119. https://doi.org/10.1016/j.cemconres.2018.11.019.[6] S.S. Berriel, A. Favier, E.R. Dom%u00ednguez, I.S. Machado, U. Heierli, K. Scrivener, F.M. Hern%u00e1ndez, G. Habert, Assessing the environmental and economic potential of Limestone Calcined Clay Cement in Cuba, J. Clean. Prod. 124 (2016) 361%u2013369. https://doi.org/10.1016/j.jclepro.2016.02.125.[7] L.M. Vizca%u00edno-Andr%u00e9s, S. S%u00e1nchez-Berriel, S. Damas-Carrera, A. P%u00e9rezHern%u00e1ndez, K.L. Scrivener, J.F. Martirena-Hern%u00e1ndez, Industrial trial to produce a low clinker, low carbon cement, Mater. Construcci%u00f3n. 65 (2015). https://doi.org/10.3989/mc.2015.00614.[8] S. Bishnoi, S. Maity, A. Mallik, S. Joseph, S. Krishnan, Pilot scale manufacture of limestone calcined clay cement : The Indian experience, Indian Concr. J. 88 (2014) 22%u201328.[9] R.G. Pillai, R. Gettu, M. Santhanam, Use of supplementary cementitious materials (SCMs) in reinforced concrete systems %u2013 Benefits and limitations, Rev. ALCONPAT. 10 (2020) 147%u2013164. https://doi.org/10.21041/ra.v10i2.477.[10] Leo, E., Alexander, M., Beushausen, H. (2023), %u2018Optimisation of mix proportions of LC3 binders with African clays, based on compressive strength of mortars, and associated hydration aspects%u2019, Cement and Concrete Research.[11] SANS 5863, Concrete tests %u2014 Compressive strength of hardened concrete, (2006) 9.[12] BS 1881, Testing concrete Part 121. Method for determination of static modulus of elasticity in compression, (1983) 7.[13] ASTM C157, Standard Test Method for Length Change Of Hardened Cement Mortar And Concrete, (2017) 1%u20137. https://doi.org/10.1520/C0157.[14] Leo, E., Alexander, M., Beushausen, H. (2024), %u2018Compressive strength and durability performance of limestone calcined clay cement concrete made from selected African raw materials%u2019, Construction and Building Materials, Volume 438.